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Showing results for tags 'CSI SAFE'.
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Dear SE Pakistan Members, I am trying to model pits in Raft in CSi SAFE. PIT Bottom slab is depressed 2m below the Top of RAFT. I have following concerns which I would be glad if anyone can address. 1- What is the criteria/condition to analyze raft slab at one level (continuous) and pit/ raft on d...
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Dear Esteemed Fellows users of Safe program: Most international codes (including ACI, BS, ...) consider the impact of moments when calculating the punching shear stress in the Flat-Slabs. Referring to the attached picture, Is there any mistake in the sign of the considered moments in the punchin...
